The hypothetical velocity distribution in a horizontal


The hypothetical velocity distribution in a horizontal, rectangular open channel is V=0.3y (m/s), where V is the velocity at a distance y (m) from the bottom of the channel. If the vertical depth of flow  is 2 m and the width of the channel is 4 m, what are the maximum velocity, discharge, and mean  velocity? 

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Civil Engineering: The hypothetical velocity distribution in a horizontal
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